CN1757910B - Construction of sea bottom power generating plant using sea surging energy - Google Patents
Construction of sea bottom power generating plant using sea surging energy Download PDFInfo
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- CN1757910B CN1757910B CN200410076797XA CN200410076797A CN1757910B CN 1757910 B CN1757910 B CN 1757910B CN 200410076797X A CN200410076797X A CN 200410076797XA CN 200410076797 A CN200410076797 A CN 200410076797A CN 1757910 B CN1757910 B CN 1757910B
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/30—Energy from the sea, e.g. using wave energy or salinity gradient
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Abstract
A method for electric generation by using the energy of sea wave and tide features that an electric generator building with arch roof is built on sea bottom, a vertical pipe is extended from said building but its top end is lower than water surface, the seawater flows vertically through the pipe to drive the electric generator, and the used seawater is pumped back in sea by a sea energy collecting and converting system consisting of floating plate, tower frame, rocker-arm, pull rod and piston-type water pump.
Description
Affiliated technical field:
The present invention relates to a kind of method of utilizing the generating of ocean tidal wave surging energy; Belong to the scope of utilizing new energy.
Its technical field belongs to electric power, energy supply industry.Directly apply to power industry.
Background technique:
The modern marine energy mainly is meant power generation with marine energy; Utilize the mode of power generation with marine energy a lot, comprising: tidal power generation, ocean temperature differential power and the generating of seawater salt concentration difference etc.The power generation with marine energy that has developed mainly is tidal power generation both at home and abroad.
Because mobile different with river of flowing of tidewater, its flow direction is not single, so just makes tidal power generation different patterns occur, and for example: that directly utilizes trend has 1. single storehouse one-way type.2. single storehouse two-way type, 3. two storehouse two-way type etc.Wherein second kind of single storehouse two-way type used at most.The morning and evening tides experimental power station is tidal power station maximum in nine power stations of China in temperature river pilot tall building of China, installs 3900 kilowatts.Belong to single storehouse two-way type tubular-turbine generator group.The maximum ebb difference in port, tall building, river is more than 8 meters.Every day, the generating dutation average out to was 15-16 hour.
In addition, during all kinds of inventions of finding in retrieval that utilize drive marine to generate electricity design.Be mooring floating drum in the ocean mostly, directly drive the device of generator, be used for small generator by bent axle, connecting rod; Change at ocean current, be difficult to guarantee stability during flux and reflux.
Above-mentioned tidal power generation belongs to application the earliest.The ocean energy generation technology that technology is the most ripe.Its generating dutation is subjected to that tidewater rises, the restriction of ebb tide.Generated electricity every day 15-16 hour.Wherein have 8-9 hour break time.As everyone knows, oceanic tide is owing to lunar gravitation forms, and the earth-circling cycle of the moon can be not synchronous with the electricity consumption peak phase, can cause under the power supply efficiency.Its generated energy is subjected to the restriction of drop in addition.(maximum drop has only more than 8 meters) is according to water generating amount formula:
N (kilowatt)=9.8 μ (efficient) H (drop) Q (flow)
Under the constant situation of flow, drop is bigger as can be known, and then generated energy is bigger; That is: generated energy is directly proportional with drop.So in tidal power generation, drop can't change, desire increases generated energy, has only the flow of increasing and storage capacity.And the increase of storage capacity is subjected to the restriction of region resource.
Goal of the invention:
The main feature of the technology of the present invention is exactly the contradiction that efficiently solves between drop and the generated energy.If diver's depth of implements allows, its drop can be brought up to (these 2 need design according to the limit of power of diver's underwater operation degree of depth) between the 50-100 rice
Conclude this programme and mainly contain following three purposes:
1. utilize ocean tidal wave to spring up continual characteristics, can solve the continuity and the stability of power-on time, realize round-the-clock continuous power supply.
2. solve the contradiction between drop and the generated energy, the permission degree of depth that the raising drop reaches diver's diving operation designs, at least can be greater than 30 meters.If the diving operation degree of depth allows.Can be 50---100 degree of depth design.
3. can leave the leeway that the second stage of pumped-storage power generation is built, for example: had certain peak of power consumption and low peak period at 24 hours in the power-on time every day, if the land resources on the development and use desert island is built reservoir on the island.The low peak period warehouse-in that draws water, the generating that discharges water during the peak, generated energy deficiency in the time of can replenishing the peak improves the total delivery of generating, just improves power supply efficiency.
Main technical schemes:
Build the vault Generators in the seabed, a pipeline that can satisfy design generate output and traffic requirement stretches out in slave roof portion.The pipeline water inlet is in the underwater 3---and 5 meters, (can reach more than 10 meters at the incoming tide) seawater flows into from the pipeline upper end, vertical drop, the generator set running that turbine that driving is installed with at lower end of duct and turbine drive, this stage in fact with rivers on the barrage principle that forms the drop generating of building a dam be the same, belong to mature technology, main problem is, if the water that flows down will not be discharged, then after filling water pipe, water just no longer flows downward, so must draw water by pipeline, tell a plurality of tributaries and flow to the several pistons formula water pump that drives by the surge energy, be expelled back into marine greatly again by pump handle water.Thereby finish the circulation of seawater, reach the purpose of generating.As figure two.The major technique feature of this programme: adopted pylon, the ocean swell energy gathering-device that the kickboard device constitutes, is this transformation of energy of collecting the peculiar piston up-down energy of piston pump, formation draining campaign, realize the current closed-circuit, drive hydraulic turbine generator work thereby can form metastable current.And can overcome high tide ebb tide and wild effect that other factors caused.
The working principle of draining pump:
Before narration draining pump principle, at first do an ocean wave motion experiment:
The experiment first step: water filling in the rectangular tank of a glass system, the water filling degree of depth reaches the over half of the tank degree of depth, after the level for the treatment of is quiet, makes a wave (for example can draw plate with dials) artificially from an end of tank and speed away, note: only stir once.At this moment observe the motion conditions of this wave: wave springs up to the other end from this end of tank.When arriving the other end and run into flume wall, can see that this wave runs into obstacle and can return on former road, pour into former this end of stirring.The size of its wave and speed initial spring up several times in decay very little, need just can calm down through back and forth movement for a long time.When wherein the fold return motion of surge was just for the first time run into flume wall for the first time, the quality and the speed of regurgitate almost remained unchanged.One of theoretical foundation that designs about kickboard among the design that Here it is.
Second step of experiment: condition is the same, in tank, make first wave after, then make second wave again, at this moment can observe first wave and return the back and bump against halfway being rebuffed with second wave that is rushed to, its energy of turning back can be offset.
Tested for the 3rd step:
In tank, settle a kickboard of with stent support near an end place.The installation of kickboard such as Fig. 1 are if adopt the material of quality greater than quality.Need kickboard is made into top hollow, so that it is kept upright under floating function.Adopt bearing to be connected between support and the kickboard, it is moving that kickboard can freely be swung sideward, and water level is the same, and the upper end of kickboard is concordant with the water surface.The backguy of support lower end and both sides is bonded at the glass flume bottom with silicon sealant or epoxy resin.Can observe wave at wave of the artificial manufacturing of the far-end of mounting bracket, kickboard kickboard is pushed to by cell wall one side oscillation this moment.(because the floating function of hollow, its swing maximum angular can be above 90 ° yet) when wave comes through, and when running into cell wall and returning, the kickboard promotion can be swung to opposite side again.
The experimental model tank environment showed is the same in this experiment and the science and technology center, and difference is: the kickboard of showing model is installed downwards, and its oscillating motion rotatablely moves by direct conversion of crankshaft ﹠ connecting.In the middle of the design, kickboard is upwards installed its oscillating motion and is directly driven two pistons and move up and down and become water pump, be characterized in: the size variation of kickboard rocking tendency does not influence the draining of water pump, only the water displacement to the unit time exerts an influence, be wave when big because the deflection angle of kickboard becomes big, and delivery of pump increases, wave hour, the deflection angle of kickboard diminishes, and delivery of pump reduces.But because the buoyancy of kickboard is done usefulness, the deflection maximum angle of kickboard can be greater than 90 degree.
By above-mentioned experiment, can promote the reciprocating principle of kickboard for the wave surging energy has had a understanding roughly.
Can one of be reached a conclusion by above-mentioned experiment: wave can spring up to opposite direction when running into obstacle, and its quality that springs up and velocity attenuation are very little, remain unchanged substantially.
Two of conclusion: can swash the foam of breaking waves when the wave that comes bumps against when the wave that returns gushes for twice with it, its surging energy of while can be gushed the wave that comes again offsets.
Three of conclusion: must be offset otherwise the energy of its regurgitate can gush the wave that comes again near a side obstacle when wave promotion kickboard is reciprocating.
According to above-mentioned three conclusions, can drive working principle to following water pump and understand to some extent.
Pump drive system is made up of (accompanying drawing 1) kickboard 1 pylon, 2 rocking arm 3 water pump bodys, 4 main pipe 5 waste pipes, 6 pull bars 7 and backguy 8 pistons 9.
Pylon (2) lower end uses concrete casting in the rock stratum of seabed near the coastwise direction in bank.The upper end extends near the water surface and adds top kickboard, and total height is concordant with the water surface or exceed the water surface slightly.The pylon west side makes fixation along the seawater surge direction by four backguys (8) tension, with the impact force of opposing wave.Kickboard (1) upper end is a hollow, and certain buoyancy is arranged.It is kept upright upwards, can makes the kickboard maximum deflection angle less than 90 degree simultaneously, kickboard is connected with bearing with pylon and is coaxial with rocking arm.Making kickboard freely drive rocking arm (3) with the wave swing moves up and down with pull bar (7).
When a side wave when kickboard produces impact force, promote kickboard (1) to the opposite side motion, following to opposite side deflection in the swing arm (2) of kickboard axle head.Pull bar (7) one sides produce thrust.Promoting piston (9) moves downward by waste pipe (6) discharge seawater.Simultaneously the opposite side pull bar pulling opposite side piston that moves upward moves upward, and sucks seawater from main pipe (5), and when wave ran into bank obstacle regurgitate, kickboard was done in the other direction and swung.The both sides piston is done motion in the other direction by drive.The fender system of the descending pipe lower end in main pipe and the machine room is connected, in other words: the seawater after the hydraulic turbine generator work done of flowing through in the machine room is expelled back into marine greatly again by the water pump system that is promoted by the tide surge energy, thereby has formed seawater closed circuit ducted circulating.Driven the generating of turbo type hydraulic turbine generator.
The position that kickboard is installed, should be at the edge of seashore, promote the kickboard return motion just during regurgitate again and reach satisfied angle when wave is flushed to the bank, avoid regurgitating the rum point of wave and the collision of next wave, seashore should be selected precipitous rocky coast, so that obtain maximum reverse Driving force.Kickboard the washing away of a wave of keeping afloat when ebb tide worked as high tide, and when kickboard was flooded, the kickboard impact that sprung up by wave was reciprocating under water, is not subjected to the influence of high tide, ebb tide factor.
Its major technology characteristics are exactly: by by above-mentioned wave collecting system, (kickboard is made into upper end hollow by kickboard, because its floating function maintenance kickboard is upright and make its maximum deflection angle less than 90 degree), pylon; rocking arm; pull bar; the combination of piston is collected the wave surging energy and promoted the kickboard to-and-fro motion; the conduction by kickboard is converted into the drive piston up-down again; make seawater form circulation; (this circuit drop should greater than 30 meters) joins together to form an organically combination with the build a dam power generating equipment of generating of barrage on the rivers.
The whole circulation process can not be finished by a pair of water pump, form bigger current, just a plurality of draining pumps of being made of the wave driving kickboard must be installed in the main pipe both sides.Numerous water pumps that driven by wave move together, can form very big current in pipeline.Exemplify below and calculate:
For example:
It is that 18 square metres of (high 3 meters, wide 6 meters) these kickboards of 18 square metres uprightly are placed in the seawater that each piece of kickboard is set, and the dynamics that its in-plane is accepted sea beat can produce 3 tons pulling force at least under general weather condition.The pulling force that (remaining after referring to overcome seawater pressure) is 3 tons just can be mentioned 3 tons of seawater and it is discharged to marine greatly.If at the two ends of kickboard and intermediate portion 3 swing arms are installed, it is 1 ton piston pump that every swing arm two ends spur two water displacement respectively.Then the sea beat in each cycle can enter 6 tons of water in the ocean.Establishing the reciprocal time of each sea beat again is 10 seconds, then per minute: 6 tons * 6 cycle=36 ton.Per 100 kickboard water pump group per minutes can be discharged 3600 tons of water.
Calculate the flow of 100,000 kilowatts of generator set:
100,000 kilowatts of generated energy, per second flow are about 300 cubic metres.60 cubic metres of 100 kickboard per second discharge capacities.Reach above-mentioned generated energy 500 of kickboards need be set.This is the Design Theory data, also needs in actual applications to increase and decrease adjustment according to various factors.
Because the water flow velocity of water inlet vertical drop is very fast, and the flow velocity during following advection is slower.So, if can not finish the draining task with a pipe drainage the same with the water inlet pipe diameter.So must with many laterals respectively outwards the method for draining solve the problem of current difference, the designing and arranging outflow should be greater than calculating influx, to adapt to various Effect of Environmental.Also should build fender system in order to reduce drainage procedure as much as possible to the influence of discharge, make the generator revolution keep stable to the influence of entry water velocity to reduce draining in the lower end of water inlet pipe.In " accompanying drawing 3 ", preliminary imagination has been made in pipeline distribution to central office output: drawn by two pipelines (4) branch earlier, be divided into four by two again, distributing numerous draining pump (5) if desired, can also tell many laterals four pipeline both sides installations.
In sum, seawater circuit path is as follows:
------------four laterals---draining pump---return the sea to two laterals to water inlet pipe for turbine, generator in vertical whereabouts.
Advantage and good effect:
Owing to adopted above-mentioned technological improvement, thereby made the seawater circulation become possibility.Form one by the closed-circuit in the pipeline of the kinetic energy promotion of wave oneself, with this circuit current pushing generator generating, realized the effective utilization of ocean energy under controlled fully situation again.The whole generating process is a power with the tide surge energy, the depleting substance energy not, energy-conserving and environment-protective.
Plant site selection:
Select submerged reef many (submerged reefs speak more the bright seamount range that exists), unsuitable big foot, unsuitable again sea-farming, ocean current is movable frequent, winter, non-icing marine site utilized the seamount range part that links to each other with the continent, apart from using tunneling technique to realize computer room construction on the nearer desert island, continent, area is bigger, and what possess certain altitude can also carry out the second stage of pumped-storage power generation construction.As for tunnel construction, tunnel construction has been that mature technology repeats no more at the bottom of the river in seabed, Hong Kong, Shanghai.
Description of drawings:
Accompanying drawing 1: the working principle that the kickboard system has been described.
1. kickboard; 2. pylon; 3. rocking arm; 4. water pump; 5. water inlet pipe; 6. outlet pipe; 7 pull bars; 8. backguy.
Accompanying drawing 2: the design situation of overall plan has been described, the situation that circulates of seawater.
1. water inlet pipe; 2. generator; 3. breathing pipe; 4. gate; 5. kickboard; 6. pylon; 7. rocking arm; 8. pull bar; 9. water pump; 10. backguy; 11. exhaust duct; 12. fender system 13. main drainpipe roads.
Accompanying drawing 3: illustrated that water pump is in the distribution situation of ducting side and the shunting situation of water cycle.
1. factory building passage; 2. factory building; 3. hydraulic turbine generator; 4. main drainpipe road; 5. water pump.
Accompanying drawing 4: the construction installation situation that whole tunnel of embodiment and machine room pipeline have been described.
1. tunnel; 2. factory building; 3. water inlet pipe; 4. hydraulic turbine generator; 5. main drainpipe road; 6. exhaust duct; 7. energy collecting system; 8. the continent is connected with seamount range; 9. seawater; 10. fender system.
Embodiment:
Implement on the mountain range that utilizes the seabed to be connected with the continent: at the bottom of the through mountain of seamount range place tunneling is led in the continent, building arch form machine room (also can adopt the method in tunnel at the bottom of building the river, Shanghai, prefabricated tunnel and machine room be the sinking bottom then) at the bottom of the mountain.Stretch out pipeline by the machine room top, the generator set that the pipeline below is equipped with turbine and is driven by turbine.One side of machine room need be excavated a buffering wet pit, and the top of wet pit must be provided with breather line.The water work done that is flowed into by the top at first flows into the buffering wet pit later on.Drainage pipe is outwards drawn from the buffering wet pit, and coastal bank is along with (as accompanying drawing 4) laid in the distribution of pylon and kickboard.Pylon should carry out rational deployment along with the topography and geomorphology of seashore and install.The electric motor power of generator is changeable, should carry out rational deployment to the pylon kickboard with exploration data and calculate the total discharge that may reach with the auxilliary mutually generate output of configuration.What being necessary of should illustrating illustrated a bit is that the pull bar that is connected transferring power with rocking arm also can replace with oil gear.Displacement oil pump for example is installed below rocking arm is connected piston transmission pressure with flexible pipe.Because flexible pipe can be arbitrarily crooked, installs more flexible.As for the installation of pylon, need utilize the location and installation of platform boring cast pylon and backguy root and kickboard with marine movable platform.Can be after whole engineering construction finishes by the running and the shutdown of the control of the master valve on pipeline generator.Two cover unit alternate runs also can be arranged to maintain easily service work.
Because the ins and outs of high-tension busbar, the transmission of electricity power transformation need be built on the seashore limit.And need consider at the incoming tide influence to the power transformation transmission facility.Addressing rationally.
Claims (3)
1. utilize the ocean swell energy to build the power station, seabed, it is characterized in that: power station, described seabed comprises the Generators that is equiped with the hydraulic generator unit, the energy collecting system that is used to collect and transform the ocean swell energy that are built in the seabed, be connected in water inlet pipe and main drainpipe road and breathing pipe that Generators and water intake are lower than the water surface;
Described water inlet pipe is vertically connected at the water inlet of hydraulic generator unit, and described main drainpipe road is communicated in the water outlet of hydraulic generator unit;
Described energy collecting system comprise the pylon that is fixed in the seabed, by bearing be connected in the top hollow of pylon upper end kickboard, with coaxial rocking arm, pull bar, water pump, pump drain pipe and the pump water inlet that is connected on the pylon of kickboard; Described pylon is equipped with backguy, described kickboard is concordant with the water surface with the total height of pylon or exceed the water surface slightly, the two ends of described pull bar are connected with the piston of rocking arm and water pump respectively, the intake pipe of described water pump is equiped with one-way valve and is connected with main drainpipe, and the waste pipe of water pump is equiped with one-way valve and is communicated in the sea;
The inlet end of described breathing pipe is communicated with water inlet pipe, and the outlet side of breathing pipe is higher than the water surface.
2. the ocean swell energy that utilizes as claimed in claim 1 is built the power station, seabed, and it is characterized in that: described Generators is connected with seabed tunnel.
3. the ocean swell energy that utilizes as claimed in claim 1 is built the power station, seabed, and it is characterized in that: be provided with fender system between described water inlet pipe and the main drainpipe, described fender system is connected with outlet pipe.
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| Application Number | Priority Date | Filing Date | Title |
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| CN200410076797XA CN1757910B (en) | 2004-09-09 | 2004-09-09 | Construction of sea bottom power generating plant using sea surging energy |
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| CN200410076797XA CN1757910B (en) | 2004-09-09 | 2004-09-09 | Construction of sea bottom power generating plant using sea surging energy |
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| CN1757910A CN1757910A (en) | 2006-04-12 |
| CN1757910B true CN1757910B (en) | 2010-08-18 |
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Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1329211A (en) * | 2001-06-27 | 2002-01-02 | 于春乐 | Building undersea power plant by using tidal energy |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1329211A (en) * | 2001-06-27 | 2002-01-02 | 于春乐 | Building undersea power plant by using tidal energy |
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